Ti.Ref No :- 489036826
Labor And Materials For The Construction Of Barangay Health Station (bhs) @ Montesuerte, Carmen, Bohol
ORGANISATION DETAILS
| Organisation Name: | MUNICIPALITY OF CARMEN, BOHOL |
|---|---|
| Address: | BAC Chairman Poblacion Sur Carmen Bohol Philippines 6319 63-038-5259000 +63-63-038-5259410 |
PREQUALIFICATION DETAILS
| Document Type: | Tender Notice |
|---|---|
| Bidding Type: | Not Specified |
| Project Location: | Philippines |
| Tender Notice No: | 9800171 |
| Description: | Invitation to bid (itb) :labor and materials for the construction of barangay health station (bhs) @ montesuerte, carmen, bohol Scope of works: item 1. general requirements 1.1. temporary facilities qty: 1.00 lot 1.2. standard project billboard/ signage (1 unit) qty: 1.00 unit 1.3. others qty: 1.00 lot item 2. construction of barangay health station 2.1. site preparation 2.1.A. mobilization/ demobilization qty: 1.00 lot 2.1.B. clearing and grubbing with stripping qty: 1.00 lot 2.2. earthworks 2.2.A. excavation labor qty: 30.37 cu.M. footing 1- 9units 1.50m. x 1.50m. x 1.25m= 25.31cu.M. grade beam- 24.80m. x 0.25m. x 0.30m.= 1.86 cu.M. wall footing 2 (interior walls)- 13.35m. x 0.40m. x 0.60m.= 3.20 cu.M. total volume= 30.37 cu.M. 2.2.B. backfill labor qty: 21.38 cu.M. 2.2.C. earthfill (including compaction) qty: 27.00cu.M. slab for whole area (6.40m. x 6.00m. x 0.50m.), v1= 19.20cu.M. entrance stairs and landing (2.30m. x 2.00m. x 0.50m.), v2= 2.30cu.M. exit stairs and landing (1.80m. x 1.20m. x 0.50m.), v3= 1.08cu.M. ramp (7.20m. x 1.20m. x 0.30m.), v4= 2.59cu.M. ramp (2.40m. x 1.50m. x 0.30m.), v5= 1.08cu.M. ramp (1.20m. x 1.20m. x 0.20m.), v6= 0.29cu.M. total volume= 27.00 cu.M. 2.2.D. gravel bedding qty: 7.00 cu.M. slab for whole area (6.40m. x 6.00m. x 0.10m.), v1= 3.84cu.M. footing 1 (1.50m. x 1.50m. x 0.10m. x 9 units), v2= 2.025cu.M. wall footing 2 (interior walls) (13.35m. x 0.40m. x 0.05m.), v3= 0.267cu.M. total volume= 7.00 cu.M. 2.3. concrete works 2.3.A. footings qty: 6.08 cu.M. v= 9 pcs.-1.50m. x 1.50m. x 0.30m.= 6.08 cu.M., using class-a mixture 2.3.B. grade beams qty: 1.70 cu.M. v1= 2 pcs.- 5.95m. x 0.25m. x 0.30m.= 0.890 cu.M. v2= 2 pcs.- 5.40m. x 0.25m. x 0.30m.= 0.810 cu.M. total volume= 1.70 cu.M., using class-a mixture 2.3.C. columns qty: 3.93 cu.M. v= 9 pcs.- 4.85m. x 0.30m. x 0.30m.= 3.93 cu.M., using class-a mixture 2.3.D. roof beams qty: 1.70 cu.M. v1= 2 pcs.- 5.95m. x 0.25m. x 0.30m.= 0.890 cu.M. v2= 2 pcs.- 5.40m. x 0.25m. x 0.30m.= 0.810 cu.M. total volume= 1.70 cu.M., using class-a mixture 2.3.E. stiffener columns and lintel beams at door and window openings. qty: 2.40 cu.M. v= 0.15m. x 0.25m. x 64.00m.= 2.40 cu.M., using class-a mixture 2.3.F. wall footings qty: 0.80 cu.M. v= 13.35m. x 0.40m. x 0.15m.= 0.80 cu.M., using class-a mixture 2.3.G. slab on fill qty: 3.84 cu.M. v= 6.40m. x 6.00m. x 0.10m.= 3.84 cu.M., using class-a mixture 2.3.H. stairs (including landing) qty: 0.68 cu.M. front stairs (2.30m. x 2.00m. x 0.10m.)= 0.46 cu.M. exit stairs (1.80m. x 1.20m. x 0.10m.)= 0.22 cu.M. total volume=0.68 cu.M., using class-a mixture 2.3.I. ramp qty: 1.37 cu.M. v1= 7.20 x 1.20 x 0.10= 0.86cu.M. v2= 2.40 x 1.50 x 0.10= 0.36cu.M. v3= 1.20 x 1.20 x 0.10= 0.14cu.M. total volume=1.37 cu.M., using class-a mixture 2.4. formworks and scaffoldings qty: 1.00 lot 2.5. masonry works 2.5.A. exterior wall: 6 thk chb w/ 12mm dia. vert. bar @ 0.40m o.C. w/ 12mm dia. hor. bar every 2nd layer qty: 79.17 sq.M. total area= 79.17 sq.M. 2.5. |
| Deadline: | 2023-06-26 |
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